摘要
对崇遵高速公路龙井隧道进口段施工过程现场监测数据以及有限元分析结果进行对比研究,得出了在偏压作用下隧道施工过程中围岩位移的变化规律。阐述了现场动态监控量测与有限元仿真模拟相结合的方法对实现隧道信息化施工的重要性。
FEM calculation results and the time series of in-situ measures for the entrance of Longjin tunnel on the Chong-Zun expressway are presented. A FEM model is established to simulate the deformation behaviors of the tunnel. The anchors are simulated with the anchorage elements, while the cement lining and the steel-arc shelf are simulated with the straight beam elements. The results show that the deformation behavior of the surrounding rock mass is controlled by unsymmetrical loadings during the process of construction. It is proposed that not only the in-situ dynamic measurements but also the analysis of FEM be important for successful construction of the tunnel.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2005年第2期284-289,共6页
Chinese Journal of Rock Mechanics and Engineering
基金
湖南省学科带头人培养基金
上海市重点建设研究基金资助项目
关键词
隧道工程
偏压隧道
动态监测
有限元模拟
信息化施工
Anchorages (concrete construction)
Deformation
Finite element method
Loading
Tunnels